Vista Point 2R-LR060920
REED EnGinEERinG
GEOTECHNICAL AND G R Cl U P
ENVIRONMENTAL CONSULTANTS
REPORT OF LABORATORY COMPACTION TEST
Vista Point II, Phase II
S.H. 121 at MacArthur Boulevard
Coppell, Texas
REPORTED TO: Bullard Construction, Inc.
P.O. Box 575
Addison, Texas 75001
ATTN: Mr. Keith McMahon
CONTRACTOR: Bullard Construction, Inc.
Curve
No.
5
Soil Classification
Brown cia lime-treated
Proctor T e
ASTM D-698
99.5
C' 99.0
g, 98.5
::- 98.0
..c
.2' 97.5
(])
~ 97.0
~ 96.5
o 96.0
+-'
c 95.5
::J 95.0
94.5
20.0
22.0
Moisture Content (%)
24.0
Extranet
Distribution: (1) Jackson Shaw Company/
Mr. Christopher Gardner
(1) AECC, Inc.lMr. Todd Waters
Mail
Distribution: (1) Bullard Construction, Inc./
Mr. Keith McMahon
(1) City of Coppell/Mr. Keith Marvin
REPORT NO. 32
REPORT DATE: 09-20-06
REG PROJECT NO. 13581
SAMPLE DATE: 08-21-06
Optimum
Moisture, %
21.8
Maximum
Densit, cf
98.6
...... 4.5
'+-
l/)
;t:::. 4.0
....
Q)
Q) 3.5
E
e 3.0
Q)
c 2.5
Q)
a.. 2.0
Q)
-6 1.5
o
a.. 1.0
20.0
22.0
Moisture Content (%)
24.0
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Bill Woolwine
Sr. Manager, C.M.T.
BW/cdl
2424 STUTZ DR. . SUITE 400 . DALLAS, TX 75235 . TEL [214] 3505600 . FAX [214] 3500019
REED EnGinEERinG
GEOTECHNICAL AND G R Cl U p
ENVIRONMENTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
Vista Point II, Phase II
S.H. 121 at MacArthur Boulevard
Coppell, Texas
REPORTED TO: Bullard Construction, Inc.
P.O. Box 575
Addison, Texas 75001
A TTN: Mr. Keith McMahon
CONTRACTOR: Bullard Construction, Inc.
Proctor
No.
1
2
3
4
ASTM
Standard
0-698
0-698
0-698
0-698
Descri tion
Brown sandy clay w/rock
Oark gray clay
Dark brown sandy clay (lime-treated)
Brown sandy clay w/aggregate (Iime-
treated)
Brown lime-treated
5
0-698
Test
No.
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
Date location
08-30-06 Storm Line 1 : ST A 2+00
Storm Line 1 : ST A 2+00
Storm Line 1 : ST A 2+00
Storm Line 1 : ST A 3+50
Storm Line 1: ST A 3+50
Storm Line 1: ST A 3+50
Storm Line 1: ST A 5+00
Storm Line 1: ST A 5+00
Storm Line 1: ST A 6+50
Storm Line 1: ST A 6+50
Storm Line 3: ST A 0+50
Storm Line 3: ST A 0+50
Storm Line 3: ST A 0+50
Storm Line 3: ST A 0+50
Storm Line 4: ST A 0+75
Storm Line 4: ST A 0+ 75
Storm Line 4: ST A 0+75
Storm Line 8: ST A 1 +50
Storm Line 8: ST A 3+00
09-06-06 Bldg Pad 4: B.3-6
Bldg Pad 4: C-3.8
Bldg Pad 4: C.5-1.5
09-07-06 Water Line: 100'S, 10'W(1)
Water Line: 100'S, 1 0'W(1)
Water Line: 115'S, 260'W(1)
Water Line: 115'S, 260'W 1
Depth
Below
Final S. G.
feet
2.0
1.0
0.0
2.0
1.0
0.0
1.0
0.0
1.0
0.0
3.0
2.0
1.0
0.0
2.0
1.0
0.0
0.0
0.0
0.0
0.0
0.0
1.0
0.0
1.0
0.0
Field
Density
c
85.3
85.7
85.5
85.9
106.6
86.2
106.4
106.0
106.2
86.4
106.5
86.0
105.8
106.3
86.6
106.7
106.9
86.5
107.1
95.0
93.8
94.3
85.2
105.3
86.8
104.8
REPORT NO. 29
REPORT DATE: 09-20-06
REG PROJECT NO. 13581
TECHNICIAN: G. Green
PAGE: 1 of 2
Optimum
Moisture, %
12.3
27.5
22.8
18.1
21.8
Field
Moisture
%
30.8
30.3
30.6
28.9
13.5
28.5
13.7
14.5
14.2
28.3
13.3
28.7
14.8
13.9
27.9
13.2
12.8
28.1
12.6
23.0
24.0
23.6
29.2
14.7
27.9
25.2
98.6
Proctor
ID
2
2
2
2
1
2
1
1
1
2
1
2
2
1
2
1
1
2
1
5
5
5
2
1
2
1
Compaction
level %
95.5
96.0
95.7
96.2
96.6
96.5
96.5
96.1
96.3
96.8
96.6
96.3
95.9
96.4
97.0
96.7
96.9
96.9
97.1
96.3
95.1
95.6
95.4
95.4
97.2
95.0
I
I
2424 STUTZ DR . SUITE 400 . DALLAS. TX 75235 . TEL [214] 3505600 . f"< [214] 3500019